HomeMy WebLinkAboutTBD Southwind Trail, Ft. Pierce Fl 34954-S3_Rev 2GT
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GTGTGT 2-PLYU: -1575 LBSG: 3100 LBS4BS3.1U: -1000 LBSG: 1725 LBS4AS3.1U: -425 LBSG: 425 LBS4AS3.14AS3.1U: -1275 LBSG: 1950 LBSU: -875 LBSG: 1375 LBS4AS3.13-POINT BRG.4AS3.11-PLYU: -500 LBSG: 500 LBS4AS3.1U: -1125 LBSG: 1625 LBSU: -875 LBSG: 1375 LBS4AS3.1U: -425 LBSG: 475 LBS4AS3.14AS3.1U: -475 LBSG: 1050 LBS4AS3.1U: -350 LBSG: 300 LBS4AS3.14AS3.1U: -1100 LBSG: 2000 LBSA/C ABOVECEILINGU: -800 LBSG: 1450 LBS4AS3.17BS3.12-PLYU: -1300 LBSG: 2500 LBS4BS3.12-PLYU: -1200 LBSG: 2450 LBS7CS3.11-PLYU: -800 LBSG: 1525 LBS4AS3.1U: -600 LBSG: 1025 LBS4AS3.11-PLYU: -1300 LBSG: 2550 LBS4AS3.17CS3.1U: -900 LBSG: 2300 LBS4AS3.1U: -200 LBSG: 400 LBS4AS3.14BS3.1U: -1800 LBSG: 1700 LBS1-PLYU: -1500 LBSG: 3200 LBSU: -1050 LBSG: 2200 LBSU: -1250 LBSG: 1850 LBSATTIC
ACCESS
PREFABRICATED ROOF
TRUSSES @ 24" O.C.8S3.11S3.1FRAMING NOTES:1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BECONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (10) 10d x 1 1/2" HDG NAILS.CONCRETE TO WOOD FLOOR:SIMPSON LTA2 W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENERSCHEDULE.3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULEMEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS.4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORSARE TO BE GALVANIZED.5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,CONNECTERS ARE TO BE GALVANIZED.5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETECONCRETE LINTELS.6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR ANDCLEAR SPAN OPENINGS.7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THESUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THEFRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERSLAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW ANDAPPROVAL.9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSESSECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATEDFASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C.10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH ENDUNLESS OTHERWISE SHOWN DIFFERENT.11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ONRATIONAL ANALYSIS.12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESSNOTED OTHERWISE.TRUSS MANUFACTURER / ENGINEER NOTES:1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BEFABRICATED W/ A 2x6 BTM. CHORD (MIN.)2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESSWITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOTSHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TOTRUSS CONNECTIONS.4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.PE NO 67403RYAN P. HOWARD, P.E.STATE OF FLORIDAPROFESSIONAL ENGINEER:STATE OF FLORIDARYAN P. HOWARDPE NO 67403TBD SOUTHWIND TRAIL,
FT. PIERCE FL 34954 10525 VIA MILANO CTCLERMONT, FL 34711PH: 407-463-0474ROOF FRAMING PLANSCALE: 1/4" = 1'-0"12